berkshire
New member
- Jun 8, 2005
- 4,429
I have a conundrum, I discovered a layer of peel-ply in a finished installation. This is tabbing a bulkhead into a hull configuration. The peel-ply is on the bulkhead.
Logic says rip out the tabbing, take off the peel-ply and redo the layup.
The other voice says The item has been in service for three years, the other side of the bulkhead is properly tabbed in and the loading is in shear and nothing is loose. Why not leave it there? The peel ply was discovered when a hole was drilled through the bulkhead for an electrical cable.
Does anybody have any data on the shear strength of a layer of polyester cloth in the center of a glass layup.
I am presuming that if the polyester is not bonded then the joint is relying on the shear or tensile strength of the un-reinforced epoxy resin.
Any thoughts on this? I do not know if am making myself clear.
B.E.
Logic says rip out the tabbing, take off the peel-ply and redo the layup.
The other voice says The item has been in service for three years, the other side of the bulkhead is properly tabbed in and the loading is in shear and nothing is loose. Why not leave it there? The peel ply was discovered when a hole was drilled through the bulkhead for an electrical cable.
Does anybody have any data on the shear strength of a layer of polyester cloth in the center of a glass layup.
I am presuming that if the polyester is not bonded then the joint is relying on the shear or tensile strength of the un-reinforced epoxy resin.
Any thoughts on this? I do not know if am making myself clear.
B.E.